NCC215961_Site Plan or Location Map_20211027

PROJECT INFORMATION
PROJECT DESCRIPTION:
NEW 3000 SF SINGLE FAMILY RESIDENCE W/ 2-CAR GARAGE ON RAISED MONOLITHIC
CONC. SLAB/FOOTING. ADDITIONAL SCOPE INCLUDES A NEW
ENTRY & REAR COVER
PORCH & SITE WORK. ALL EXIST. UTILITIES TO BE EXTENDED FROM THE STREET
(ELECT., WATER, GAS.) SITE CLEARING & TREE PROTECTION
PER SITE PLAN- KEY
TREES ALL FLAGGED.
PROJECT ZONING: R-15 (CITY OF WILMINGTON)
PROJECT ADDRESS 431 E. BLACKBEARD ROAD
WILMINGTON, NC 28403
NEW HANOVER Co. PIN: R06700-002-153-000 (ALT- 314619.50.6156.000)
FIRE DISTRICT: NEW HANOVER COUNTY -
RELATED PERMITS SUBDIVISION APPROVAL (BY DEVELOPER)
LEGAL DESCRIPTION: LOT 4 CREEKSIDE PH 2
FLOOD INFORMATION:
FLOOD STATUS
N/A
CAMA DESIGNATION
N/A
PROPOSED LEVELS:
EXISTING GRADE (+/-) MIDDLE OF LOT
+14.5'
MAIN LEVEL- FINISH FLOOR (PROPOSED)
+16.15'
MAXIMUM HEIGHT (49.50')
35'-0"
HEIGHT OF STRUCTURE (46.0')
31'-0" +/-
(TOP OF EAST SHED ROOF)
LOT COVERAGE:
LOT AREA (0.50 AC +/)
21,
50 SF
MAX COVERAGE/AREA (50% IMPERVIOUS)
10, 75 SF
TOTAL PROPOSED SITE COVERAGE (21.1%)
4,627. SF
DIFFERENTIAL
6,347 SF
PROPOSED SITE COVERAGE
4 27.1 SF
TE
PROPOSED AREAS
HOUSE FOOTPRINT
2754.5 SF
OVERHANG OVER 18"
120.1 SF
NEW DRIVEWAY- CONC/
1301.0 SF
PATHS/WALKS
451.5 SF
BLDG. AREAS:
GRADE LEVEL- (COND.)
1593.4
GARAGE (U/C)
610.0 SF
UPPER LEVEL (COND.)
1295.0 SF
COVERED PORCHES (UNCOND.)
360.0 SF
TOTAL FLOOR AREA (CONDITIONED)
2884.4 SF
UNCONDITIONED (GAR., CARPI, DECKS.)
970.0 SF
GROSS SF BUILDABLE 3854.4 SF
TO FLOW/EAST- D#�IN, SLOPE TO DISSAPATE
LOT
P 74� CISTERN @ SW CORNER PtR RAINWATER/ CONT. SILT F NC N
♦ :`• t f TO TEMP. CONSTRUCTION ENTRY
ylop
kill., LOCATE AT EDGE OF CANOI__�49 0
Bill
LL
7 n ♦ ,
REAR
.f
_ _ _ •...
■ ■ ■ ►� V/ 1
r �
*•re .:alb / _ ' � ei�• `~�• �� 1 ■i ■491
J
•i C,Q�e •.� WaLs,IN
♦ .I f7
� •..`� ••. • �. F , �► � � t.� ,+�
-�i+r#fat*i���*1�1. , r' u ■ s� O _ p I � - e-�= ..■�:►_ "
+y •L* • � � ! ♦ �� � .i'��.■��i�dla�; ••Ili• �
• +is r �� I I i• ��-'Ki�
III
�_
� _�' a ING SE BACK15' IDES � ��" j � �' LET
MPORARY CONSTRUCTION ENTRANCE � L f 1 I / 0 �qG � � •> NEW DRIVEW qC�� T o � rn
1 aror• nuFr-157 "E I 0 P C:� ,c� / qK •� •�
tia HEIR ix%_ _ _ _
6 «uvl raor to arxe II q �'� '�' _/- . SF 6�V I �1
s.,,_.■N. ��� S49°02'18"E 17 . 1' ir10'-0° 22' 4° qcs
• ti � I � I 0 72'-8
M
W`" a o0 OUTDOOR SHOWER I
oe Lr*AM
,ram,. I 0 O ELECTRICAL METER/SER`f CE & HVAC UNITS !� 0 s c, I
SITE NOT S `� a o tiN
"MIX � WIRE FOR FUT. SOLAR/INVERTER &GENERATOR I •
ROCK CHECK DAM 1. ALL REQ' P CTICES SHALL BE FOLLOWED AS TQ 5 ASSURE CONTINUED PERFORMANCE THROUGHOUT THE PR(�JFT)T CONC. DRIVE &HAMMERHEAD O 0 I
2. COORDINA AKED. I TEMPORARY SLOPE REQ'MTS. AS R QU5' H. WOOD FENCE/SCREENING I RUN NEW EL CT., WA)fR& SEWJ
LAND L.SiuRBINC ACTMTIES MOST BE MANACEO TO AVOID SEDIMENT RUN-OFF AND POLL41TION FROM CONSTRUCTION SITES- 3. COVER ST KPILES OF EXCAVATED SOIL UNTIL E 111AL IS USED OR REMOVED. INSURE THAT NONE RUNS OFF SITE. _SERVICF ON ORTH SIDE OF HOU�E-
wNERE MAMIITED EACALLY EN NEW 1-uu MA COUNTY. AN EROSION AND $ED■dENT CQNTWL (EadC) PLAN WILL CONTAIN DETILS AND FROM EXIST. FEEDS/MAINS PER
GUIDANCE, ESSC PLANS ARE PERFORMANCE BASED AND OFTEN RE6OIRE AOJOSTMENTS OR REPAIRS, 4. PHASE ARING SO THAT ONLY THOSE AREAS ACTEING WORKED ON ARE LEFT UNCOVERED. DEVELOPMENT INFRASTRUCTURE
AS PERMITTED BY NCDENR, DMSION& OF WATER QUAIJ Y AND LAND RE13WRCES. A STORMWATER 5. SITE RK/LANDSCAPE TO BE COORDINATED W/ THE OWNERS.
PERMET WILL REQUIREEk SELF-MONITOE E REPORTS (WEEKLY, 71' RAN EwTI{T) CC SELF-rH5PECilOT{ REPORTS AFTER EACH CUNSLROCi¢7h 6. AREA TO BE CLEARED AND GRADED MUST BE FLAGGED, INSPECTED & APPROVED BY THE OWNER AND ARCHITECT AND ANY REQ'D
PrASE. &gip 4N F3EMENi$ aE THE &9C pLAu SPECTORS PRIOR TO BEGINNING ANY WORK ON THE SITE. NO AREAS TO REAR OF SITE
(10'-15' +/-) SHALL BE CLEARED PER HOA REGULATIONS. PROPOSED SITE PLAN
SILT FENCE/C O N ST R . E N T RY 7. INSTALL CONSTRUCTION FENCE & FILTER FABRIC PRIOR TO BEGINNING ANY DEMOLITION. STORM DRAINAGE SYSTEM PROTECTION SHOULD BE . i:,
E R C.O.W. DETAILS NOT WORKED ER THE CONSTRUCTION OF FOOTINGS & SLABS. MULCH SHOULD BE APPLIED TO DISTURBED AREAS TO REDUCE RUNOFF, WHEN N �0�� 80/ W/ EROSION CONTROL NOTES PER C.O.W./STATE BEGS.
8. LOCATIONS OF ANY EXISTING UTILITIES SHOULD BE ESTABLISHED BY LOCAL UTILITIES AND/OR OBTAINED FROM AVAILABLE RECORDS ANY AREAS
SHOWN ON THIS PLAN ARE APPROXIMATE, FOR DESIGN INTENT ONLY, AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS & DISCOVER & AVOID ANY OTHER UTILITIES PROJECT wI RP......... Hotels A,t� to s Ira sI, P Pa n P�rm.".s ®ArM_ r
NOT SHOWN WHICH MAY BE AFFECTED BY SCOPE OF WORK.
9. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES DURING CONSTRUCTION AS ALLOWS. I `'
10. PROTECT EXIST. HARDWOOD TREES AS SHOWN- TREE PROTECTION FENCE/NETTING AS CLOSE AS POSSIBLE TO DRIP LINE/ LOCATION e ®� e�tmc�r�i7
PROJECT NOTES: CANOPY EDGE.
CTR.
11. TEMPORARY POWER POLE &PORT-A-JOHN TO BE COORDINATED W/ THE HOA &SCREENED AS REQUIRED. p•��
DWTN. = MCI
. V�I
1. ALL WORK SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO THE 2018 INTERNATIONAL RESIDENTIAL CODE
(IRC) AS AMENDED BY THE STATE OF NORTH CAROLINA . THE GENERAL CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS.
2. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS IN THE FIELD AND VERIFY THEM WITH RESPECT TO ADJACENT OR INCORPORATED WORK. THE CONTRACTOR
SHALL REPORT ALL VARIATIONS OR DISCREPANCIES WITH THE OWNER OR ARCHITECT PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. ISSUES SHALL BE
RESOLVED BEFORE CONSTRUCTION BEGINS.
3. FIRST CLASS WORKMANSHIP IS EXPECTED. PRIOR TO INSTALLING ANY ITEM OR MATERIAL, VERIFY THAT RECEIVING SURFACES ARE PLUMB, LEVEL, TRUE TO LINE,
AND STRAIGHT TO ACHIEVE TOLERANCES SPECIFIED OR REQUIRED. TAKE CARE IN ATTENTION TO DETAILS AND FITTING AT INTERSECTIONS AND JUNCTURES OF
MATERIALS: ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. UNLESS NOTED OTHERWISE, CONCEAL ALL FASTENERS.
4. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS
STRUCTURE. THE ARCHITECT WILL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE CONSTRUCTION DOCUMENTS, SHOULD
ANY NON -CONFORMITIES OCCUR.
5. DRAWINGS ARE IN PART DIAGRAMMATIC AND DO NOT NECESSARILY SHOW COMPLETE DETAILS OF CONSTRUCTION, WORK OR MATERIALS, PERFORMANCE, OR
INSTALLATION; DRAWINGS DO NOT NECESSARILY SHOW HOW CONSTRUCTION DETAILS, OTHER ITEMS, OR WORK, FIXTURES, AND EQUIPMENT MAY AFFECT ANY
PARTICULAR INSTALLATION. THE CONTRACTOR SHALL ASCERTAIN AND CORRELATE THE WORK TO BRING THE PARTS TOGETHER INTO A SATISFACTORY AND
COMPLETED WHOLE.
5. WRITTEN DIMENSIONS AND ELEVATION POINTS ON DRAWINGS GOVERN:
DO NOT SCALE DRAWINGS. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER PLANS, ELEVATIONS AND CROSS SECTIONS.
6. ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED. VERIFY ALL DIMENSIONS, DATUMS AND ELEVATIONS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE
TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED (AS "FIN."). THE EXISTING HOUSE/STRUCTURE IS ONLY STABLE IN ITS
CURRENT COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY BRACING DURING CONSTRUCTION TO STABILIZE
THE STRUCTURE FOR ADDITION AND RENOVATION WORK. ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPED ON THE CONSTRUCTION
DRAWINGS SHALL BE COORDINATED UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER.
7. VERIFY ALL DIMENSIONS, DATUMS AND ELEVATIONS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS
OTHERWISE NOTED (AS "FIN.").
8. ELECTRICAL & MECHANICAL WORK SHALL BE BY DESIGN/BUILD SUBCONTRACTORS. GC SHALL COORDINATE TI WORK (LOCATIONS OF ALL DUCTWORK, CONDUIT,
LIGHT FIXTURES, SPRINKLERS,AND GRILLES, ETC.) WITH ARCHITECTURAL DRAWINGS & WITH SHELL BUILDING SYSTEMS.
9. PROVIDE SUFFICIENT BACKING OR GROUNDS IN NEW OR EXISTING WALLS FOR SUPPORTING COUNTERS, CABINETS, DRAPERY, ARTWORK, ETC., AS REQUIRED.
10. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP.
11. THE CONTRACTOR IS RESPONSIBLE FOR THE WATERTIGHTNESS OF ALL DETAILS AND SHALL PROVIDE FLASHING AS NECESSARY WHETHER INDICATED IN THE
DRAWINGS OR NOT.
12. THE CONTRACTOR SHALL VERIFY ANY LOCATIONS & QUANTITY OF FIRE EXTINGUISHERS WITH THE FIRE INSPECTOR & ARCHITECT PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL INSTALL ALL FIRE & DRAFT STOPS AS REQUIRED BY CODE.
14. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND RECEIVE THEIR PRIMARY POWER FROM THE MAIN PANEL. SMOKE DETECTORS ARE TO BE LOCATED
i
i0
��V
I
0
Y
JGURB
LET
s
TOB OF
CUR INL T
rw�
ESE 13 0
iI PRO ECTION FENCE FOR PINES/GUMS
THI ZONE/NW CORNER OF LOT
i�
v
cc N W CONC./OR PAVER ENTRY
I ALK TO FRONT PORCH
I\
IL�n
I PROTECTION FENCE FOR PINES
THIS ZONE
I�
d1
I
12' W. CONSTRUCTION ENTRY (MIN. 30' L.
I cc PER C.O.W. STANDARDS- TO BE
REPLACED W/ 10' W. CONC. DRIVEWAY
v W/ BROOM FINISH
PER APPROVED PLANS AND AS REQUIRED BY CODE. HARDWIRED SMOKE DETECTORS TO HAVE BATTERY BACKUP PER IBC AND IFC.
15. CONTRACTOR SHALL HAVE A MAINENTANCE PLAN FOR LOT CLEARING, GRADING & EROSION CONTROL MEASURES MEETING C.O.W. AND STATE OF NORTH
CAROLIINA SITE DEVELOPMENT REQUIREMENTS.
ABBREVIATIONS:
AC
ACOUSTICAL TILE
DIA
DIAMETER
HC
HOLLOW CORE
NOM
NOMINAL
ACT
ACTUAL
DIM
DIMENSION
HDR
HEADER
NTS
NOT TO SCALE
AD
AREA DRAIN
DN
DOWN
HDWE
HARDWARE
OC
ON CENTER
A.I.
AIR INLET
DR
DINING ROOM, DOOR
HM
HOLLOW METAL
OD
OUTSIDE DIMENSION
ARCH
ARCHITECTURAL
DS
DOWNSPOUT
HOR
HORIZONTAL
PT
PAINT
AVG
AVERAGE
DWG
DRAWING
HT, HGT.
HEIGHT
PL
PLASTER, PLATE
BLKG
BLOCKING
EA
EACH
HWT
HOT WATER TANK
P LAM
PLASTIC LAMINATE
BR
BRICK, BEDROOM
ELEV
ELEVATION
ID
INSIDE DIMENSION
PLYWD
PLYWOOD
CPT
CARPET
EXIST
EXISTING
INSUL
INSULATION
Q TILE
QUARRY TILE
CMU
CONCRETE BLOCK
EXT
EXTERIOR
INT
INTERIOR
R
RISER, RADIUS
CT
CERAMIC TILE
FIN.
FINISH
KIT
KITCHEN
REBAR
REINFORCING BAR
CFM
CUBIC FEET/MINUTE
FL
FLOOR
LAV
LAVATORY
REF
REFRIGERATOR, REFERENCE
CL
CENTER LINE
FLASH.
FLASHING
LR
LIVING ROOM
REV
REVISION
CLG
CEILING
FDIC
FURNISHED BY OWNER,
MATL
MATERIAL
RM, RMS
ROOM, ROOMS
CLO
CLOSET
INSTALLED BY CONTRACTOR
MAX
MAXIMUM
RO
ROUGH OPENING
CON
CONSTRUCTION
FO
FINISH OPENING
MTL
METAL
S.G.
SAFETY GLAZING
CONC
CONCRETE
FRT
FIRE RETARDANT
MIN
MINIMUM
S & V
STAIN & VARNISH
CONT
CONTINUOUS
TREATED
MUL
MULLION
SC
SOLID CORE
C TO C
CENTER TO CENTER
GA
GAUGE
NA
NOT APPLICABLE
SCHED
SCHEDULE
CSV
CRAWL SPACE VENT
GALV
GALVANIZED
NAT
NATURAL
SEC
SECTION
CW
COLD WATER
GL
GLASS
NIC
NOT IN THIS CONTRACT
SHT
SHEET
DBL
DOUBLE
GLB
GLU-LAM BEAM
NO, #
NUMBER
SIM
SIMILAR
DTL
DETAIL
GWB
GYPSUM WALLBOARD
MATE RIALS/SYM BOLS: EQUIPMENT TYPE O
COLUMN BUBBLE & 1 CENTERLINE
GRID LINES ELEVATION
A (EXTERIOR) A3
DATUM POINT; ELEVATION
2
DETAIL BUBBLE & 9 ELEVATION
DETAIL AREA A-7 (INTERIOR) A3 2
NORTH ARROW
2
WOOD; ROUGH, FRAMING
WOOD; BLOCKING
WOOD; PLYWOOD
REVISIONS CLOUD 2
BUILDING SECTION A3 A3 & REVISION NUMBER GYPSUM BOARD
A O
DOOR SYMBOL
PARTIAL BUILDING A3 WINDOW TYPE O INSULATION; BATT/LOOSE FILL
SECTION
0 4 8 16
VICINI
Project No:
2102
Project:
CREEKSIDE/
CROWE
RESIDENCE
431 E. BLACKBEARD RD.
WILMINGTON NC 28409
Owner:
NATHAN + STEPHANIE
CROWE
; p C; �.
• a� 10202 -4' =
/s+TT11 •+�*•
�S\GN S7-&
'V PpCHITECTG 10
' Z!
� a r
m 51724 n
�o9lH CAR���aP�
NEW CONC. APRON W/ FLARE
COORD. W/ EXIST. STREET TREES
EXIST. CURB INLET- DRIVEWAY TO WEST
PROTECT W/ SEDIMENTATION CONTROL BMP'S
DURING CONSTRUCTION PER C.O.W. STNDS. (SEE
PROTECTION FENCE FOR OAKS @ NE CORNER
MAP
/ �mr nlLl wafer G1 _ •
PROPOSED HOUSE
\� OLEANDER. fi ♦� LOT #4
a
M • LOCATION MAP
BRADLEY CK. ;
„rea
TO OLEANDER.
amn°�_ �o' C°som Coniprt
TO COLLEGE RD. MmnlFw„
Patch of Nature®
SHEET INDEX y W6PW oo
A0.0 SITE PLAN/GEN NOTES P "ba
Masanbxo Loop
A0.1 EXISTING SURVEY 9"`°°" 9 9°
bsr•:
the Vep Ie.Wa
-ivlasonboro e Y
A2.0 GRADE FLOOR Di Am NOTES
A2.1 UPPER/ROOF PLANS- WOOD NOTES$ a aeasle op
C°atal CoveQ Ma ohberhugh Ppol
A2.2 ROOF PLAN/DETAILS
A3.0 EXTERIOR ELEVATIONS
A3.1 EXTERIOR ELEVATIONS ,�
The Home Place v
A4.0 TYP. BLDG SECTIONS -NOTES ® J,
A4.1 TYP. WALL SECTION -NOTES
A5.0 REFLECTED CLG/POWER PLANS
PROJECT TEAM
General Contractor:
BENNETT CONSTRUCTION, LLC
104 BEASLEY RD.
WILMINGTON, NC 28409
t: 704-458-8600
e: [e-mail]
MICHAEL COLEMAN
NC Lic #: 79405
Architect/Landscape Architect
B + 0 DESIGN STUDIO, PLLC
1319-CC MILITARY CUTOFF RD.
PMB #221
WILMINGTON, NC 28405
t: 910-821-0084
e: [e-mail]
CONTACT: SCOTT OGDEN, AIA
M a...boro o`
Baptlst Church© aeow+na g
G-gle
a��pa
Shhoh MisslenaryQ
Baptist Church
Structural Engineer:
CHRIS HOLMES, PE & ASSOCIATES
5725 OLEANDER DR. SUITE F-4
WILMINGTON, NC 28717
t: 910-796-9988
e: [e-mail]
CONTACT: BRENT HYNDS, PE
08.31.2021 U
LLJ
Z
•
Z
W
O
ELO )
0
0
Z
Z
0
_
•
C�
�
0
W
Z
W
0 1111111-
0 C0
0
pllc
1319-CC Military Cutoff Rd.
PMB #221
Wilmington, NC 28405
tel. [phone]
www.b-and-o.net
issue date
1 HOA/SD REVIEW 04/15/21
2 DESIGN DEVEL. 06/28/21
3 REMEW/PRICING SET 07/15/21
4 PERIIIIT SET 08/31/21
5 REVISIONS 10/19/21
6 REVISIONS 2,
7 REVISIONS 3,
CREEKSIDE/4
A090
All drawings & material appearing herein constitute original and
unpublished work of B + 0: design studio, pllc, and may not be
duplicated, used, ordisclosed without the written consent of
B + 0: design studio, pllc. o 2021, all rights reserved.